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<br /> Table 2. Floodway Data
<br /> FLOODING SOURCll FLOODWAY BASE FLOOD ELEVATION
<br /> Mean
<br /> Velocity Without With
<br /> Width Section Area (Feet per Regulatory Floodway Floodway Increase
<br /> Cross Section Distance1 (Feet) (SQuare Feet) Second) (Feet) ( Feet) (Feet) (Feet)
<br /> Big Dry Creek
<br /> A 1,095 550 2,042 5.1 5,313.2 5,313.2 5,313.2 0.0
<br /> B 1,525 100 680 15.3 5,316.9 5,316.9 5,316.9 0.0
<br /> C 1,770 80 1,154 9.0 5,325.3 5,325.3 5,325.3 0.0
<br /> D 1,880 90 1,340 7.7 5,326.3 5,326.3 5,326.3 0.0
<br /> E 2,160 510 4,710 2.2 5,327.4 5,327.4 5,327.4 0.0
<br /> F 6,300 367 5,028 2.1 5,357.3 5,357.3 5,357.4 0.1
<br /> G 7,410 330 1,256 8.3 5,357.3 5,357.3 5,357.3 0.0
<br /> H 8,050 186 899 11.6 5,364.4 5,364.4 5,364.4 0.0
<br /> I 8,880 120 847 12.3 5,371.4 5,371.4 5,371.4 0.0
<br />N J 9,150 113 1,641 6.3 5,378.8 5,378.8 5,379.4 0.6
<br />'"
<br /> K 9,630 186 1,500 6.5 6,379.1 5,379.1 5,379.7 0.6
<br /> L 10,750 148 788 13.2 5,386.7 5,386.7 5,386.7 0.0
<br /> M 12,965 103 1,083 1.4 5,404.8 5,404.8 5,404.9 0.1
<br /> N 13,173 293 2,108 0.5 5,406.2 5,406.2 5,406.4 0.2
<br /> 0 13,870 155 793 2.7 5,408.9 5,408.9 5,408.9 0.0
<br /> P 14,535 85 659 3.9 5,415.6 5,415.6 5,415.6 0.0
<br /> Q 14,600 177 1,020 10.2 5,418.4 5,418.4 5,418.4 0.0
<br /> R 15,050 102 995 10.5 5,420.6 5,420.6 5,420.7 0.1
<br /> S 15,600 78 634 16.4 5,423.5 5,423.5 5,423.5 0.0
<br /> T 16,800 270 1,358 7.7 5,430.2 5,430.2 5,430.7 0.5
<br /> U 17,910 206 974 10.7 5,436.1 5,436.1 5,436.3 0.2
<br /> V 18,820 800 1,798 5.8 5,445.4 5,445.4 5,445.4 0.0
<br /> W 18,900 820 1,616 6.4 5,445.6 5,445.6 5,445.6 0.0
<br /> X 19,120 710 645 16.1 5,448.2 5,448.2 5,448.2 0.0
<br /> Y 20,120 380 1,555 6.7 5,455.3 5,455.3 5,455.3 0.0
<br /> z 20,420 490 1,469 7.1 5,459.1 5,459.1 5,459.1 0.0
<br /> 1Feet Above Confluence With South Platte River
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